HomeMy WebLinkAboutC405 - Street Sign Plan-C403Emma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)
James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758SS
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S SVAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
WILLI
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JACKSON'S GRANT VILLAGE
SECTION 1
Inst. No. ____________
THE HAMLET AT JACKSON'S
GRANT
SECTION 2
Inst. No. 2020-071814
Plat Cab. 6, Slide 6
o o oo o oo o oo o o o o o o o o o o oo o oo o oo o oo o oo o oSPRINGMILL ROADW. 116th STREET o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o
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C.O.SPRINGMILL ROAD(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)KEATON DRIVE(LOCAL)KE
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)KEATON DRIVE(LOCAL)VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)C.O.
TYPE III
TYPE III
TYPE III
C.O.WWW*
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VAR. T.P.E.
VAR. SI
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N E
ASE
ME
NT
447 445
444
446
450
452
451
447A
50' 1/2 R/W
50' 1/2 R/W
W W W
WWWWWWW*
W W W W W W
W W W W
W W
JGV819
JGV816JGV818
ALLEY B
(PRIVATE)ALLEY C(PRIVATE)ALLEY D
(PRIVATE)
BLOCK "D"46,332 sq.ft.
BLOCK "C"
JGV817
JGV815WW
WWW436
W
W
BLOCK "A"
ALLEY A
(PRIVAT
E
)ALLEY A(PRIVATE)JGV820
10' B.L.10' B.L.10' B.L.10' D.&U.E.10' B.L.
10' D.U.&S.S.E
.
10' D.U.&S.S.E.
ALLEY E
(PRIVATE)
451A
**
*
*
*
*
***
*
*
*
*
10' B.L.
10' B.L.
10' D.U.&S
.
S
.
E
.
10' D.U.&S.S.E.
10' D.U.&S.S.E.10' D.&U.E.10' B.L.21' D.&U.E.
30' R.D.E.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.VAR. I.E.E.VAR. I.E.E.VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.
VAR. D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
464
463462
*
*
*
38
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13' D.U.&S.S.E.
30' D.U. & S.S.E.
JGV814
66
56 59555857 626160
63
64
65
48 C.A. 2-814,549 sq.ft.71 70 69 68 67
54
52
53
51
49
50
C.A. 2-71,995 sq.ft.
37
34
28
36
35
25 24 23 22
33
21 20
32
C.A. 2-11,487 sq.ft.
31
C.A. 2-31,235 sq.ft.
C.A. 2-21,025 sq.ft.
C.A. 2-666,196 sq.ft.
47
C.A. 2-41,407 sq.ft.26 27 29
30
46
45 10' B.L.10' B.L.WWWVILLAGE CORNER COURT(PRIVATE)C.A. 2-814,549 sq.ft.60' 1/2 R/WC.A. 2-666,196 sq.ft.
39
44
424140
43
C.A. 2-51,500 sq.ft.C.A. #2-9350 sq.ft.SPEEDLIMIT15SPEEDLIMIT15SPEED
LIMIT
15
SPEEDLIMIT15SPEEDLIMIT15DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STREET SIGN PLANC403
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C405 - Street Sign Plan.dwg - C403Modified / By:March 15, 2022 7:17:37 PM / ecarsonPlotted / By:September 29, 2022 11:25:29 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2NOTES
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO HAMILTON
COUNTY HIGHWAY DEPARTMENT STANDARDS, AND CHAPTER 2
OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD), CURRENT REVISION.
ALL TRAFFIC CONTROL AND ADVISORY SIGNS MUST CONFORM
TO ALL MUTCD STANDARDS INCLUDING BUT NOT LIMITED TO
DIMENSIONS OF SIGN, GRADE, PAINT COLOR, REFLECTIVITY,
HEIGHT, DISTANCE BETWEEN SIGN AND OBSTACLE (I.E.
CROSSWALK, INTERSECTION, ETC.) AND SEPARATION BETWEEN
SIGN AND TRAVELED ROADWAY
ALL SIGNS ARE INSTALLED BY THE CITY AND REQUIRE AN
ORDINANCE.
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
STREET LIGHTS WILL BE
CONSISTENT WITH THE EXISTING
STREET LIGHTS IN JACKSON'S
GRANT.
RESIDENTIAL STREET LIGHTS
SHALL BE A MAXIMUM OF 15' IN
HEIGHT.
LEGEND
STREET NAME SIGN - 8 D3-1
STOP SIGN - 8 R1-1
STREET LIGHT
(SHALL MEET LIGHTING DETAILS
APPROVED WITH PUD)
- 1
"SPEED LIMIT 15"- 5 R2-1
TREE PRESERVATION AREA SIGN - 3
END OF ROAD MARKER - 2
CONSTRUCTION LIMITS
SPEED
LIMIT
15
GRADE LEVEL
2 WHEN THE PROPOSED EXTENSION OF THE
SPECIFICATIONS AND LATEST ADDITION OF
STATE HIGHWAY COMMISSIONS STANDARD
5 REFER TO SECTION 800 OF THE INDIANA
INDIANA MANUAL OF UNIFORM TRAFFIC
STREET IS TO BE a) LESS THAN TWO (2)
YEARS USE THE SANDBAGS ON POSTS
b) GREATER THAN TWO (2) YEARS USE THE5'-0"5'-0"1/8" STEEL PLATES
1 ALL WOOD POST AND SUPPORT MEMBERS
SHALL BE PAINTED WITH TWO (2) COATS
2 LOCATION OF BARRICADE AS PER PLANS
3 * REFLECTIVE SHEETING TO BE IN ACCORDANCE
WITH I.S.H.C. STANDARD SPECIFICATION 912.10.
4 ** SEE I.S.H.C. STANDARD DETOUR SIGNS SHT. 3.
STANDARD BARRICADE DETAIL
OF WHITE PAINT.
4"x4" WOOD POST
SANDBAGS
(MIN. 2 BAGS
PER POST)
6'-0"
1'-0"
1'-6"
CONTROL DEVICES.
GROUND POSTS.
4"x4" WOOD POST
GENERAL NOTES 3'-0"MIN.VARIABLE 26'-0" TO 36'-0" FROM CURB TO CURB
1'-8"(2 PER POST)
4"x4" WOOD POST
2"x4" WOOD BRACES1'-8"2'-0"ORANGE *
REFLECTIVE SHEETING
2'-0"1'-8"4
5
°
WHITE *
REFLECTIVE SHEETING
2"x8" WOOD RAILS
6"6"
6" LARGE WITH WASHERS
2"x8" WOOD RAILS
1/4" O THRU BOLTS
GRADE LEVEL
10' MIN.
I.S.H.C. SIGN XR-1 **
CLOSED
ROAD
4"x4" WOOD POST
2'-0"